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Home My WebLink About1inch .032 Aluminum with SealantFLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 EXTREME METAL ------•FA BA t CATO R &------- Product Report EXTREME METAL FABRICATORS, LLC l.o-' Naflstrip .032N Aluminum over Min. 15/32" 4-Ply CDX Plywood Florida Product Approval # 28059.2 Florida Building Code 2017 Per Rule 61G20-3 Method: 1-D category: Roofing Subcategory: Metal Roofing Compliance Method: 61620-3.005 (l)(d} WITH SEALANT: HVHZ WITHOUT SEALANT: NON-HVHZ Product Manufacturer: Extreme Metal Fabricators LLC 2160 SW Poma Drive Palm City, FL 34990 Engineer Evaluator: Locke Bowden, P.E. # 49704 9450 Alysbury Place Montgomery, AL 3611.7 Validator: Diane G. Marrotta, P.E. #82591 555 Prospect Rd Oakland Park, FL Contents: Product Report Certificate of Independence: Locke Bowden, P.E. does not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer or distributing products under report. SnapMax FLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 1.0 Nailstrip .032” Aluminum WITHOUT SEALANT Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2 Product Description: 1.0” Nailstrip .032” Aluminum Roofing Panel Panel Material/Standards: .032 Aluminum 0.028” MIN. To be in compliance with FBC 2017 Section 1507.4.3 Corrosion Resistant. Paint Finish (with approval) Optional Panel Dimension(s): As Tested: 16” Coverage Width Fastener: #10 x 1” panclip fastener through the nailstrip leg of the panel spaced 6" on ends and 6” O.C. Fastener goes through the nail strip panel and not the pre- existing nailstrip slots. The female leg of the panels snap-fit to the male leg of the adjacent panels. Moisture Barrier: Boral TileSeal – Self-adhered to the plywood roof deck. 30# Asphalt saturated organic felt paper: A single layer was used with a 4” overlap between adjacent sheets. Attachment – 0.120” x 1-1/4” galvanized annular ring shank roofing nails with 32GA tin caps spaced 6” o.c. at perimeter and overlaps, w/ 2 intermediate rows spaced 6” o.c. Fire Barrier: A single layer was used with a 4” overlap between adjacent sheets. Substrate Description: Option to use 1x4 SYP Wood Purlins over15/32” 4-Ply CDX Plywood Sheathing or Wood Plank. Design Uplift Pressures: -168.5 PSF spaced @ 6” O.C. FLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 Code Compliance: The product herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2 Product Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: Reference Data: Testing: UL 580-06 Tests for Uplift Resistance of Roof Assemblies Test Lab: Intertek-ATI Report #: G1195.09-450-44 Dated: 08/12/16 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with manufacturer’s recommendations. Installation: Install per manufacturer’s recommended details. Underlayment: Shall comply with Florida Building Code 2017 Section 1507, Table 1507.1.1 Roof Panel Fire Classification: Any approved fire barrier having a current NOA. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. Note: Dimension [a] is defined as 10% of the minimum width of the building or as 40% of the mean height of the roof, whichever is smaller. Note: [a] cannot be less than either 4% of the minimum width of the building or three [3] feet. Limitations: 1.Underlayment to be compliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 1507.1.1 2.Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer’s installation reference. 3.Products are compliant with State of Florida product approval per Rule 61G20‐3. Compliance Method: 1‐D 4.Engineering analysis for “project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5.Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7.This report does not imply warranty, installation, recommended product use outside of this report. Extreme Metal Fabricators – Min. .032" Aluminum 1.0 Nail Strip Panel 16" Wide Panel WITHOUT SEALANT Installation Details PROFILE FASTENER PATTERN ALONG VERTICAL SEAM: FASTENED 6" on ends and @ 6" O.C. 16" 1.0" Exception: The roof panel may be installed over a single layer of existing asphalt shingles provided the existing roof meets the REQUIREMENTS Section 1521 HVHZ or Section 1511 (outside of HVHZ) of the Florida Building Code.